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PLAN V EW - T.S. #2 SEDIMENT POND <br />0 <br />02 <br />0 <br />�o <br />0 <br />,1'�) <br />0 <br />TYPIrAI F)ITrl -I nFTAII <br />2� <br />1� <br />REQUIRED POND CAPACITY <br />WATERSHED AREA: <br />DISTURBED AREA WITHIN WATERSHED: <br />UNIVERSAL SOIL LOSS EQUATION - <br />3 YR. SEDIMENT VOLUME: <br />SCS RUNOFF FOR 25 YR. -24 HR. STORM: <br />D(1 [\IF) \ /(ll I IAA <br />CONTOUR <br />AREA <br />(ACRES) <br />ACCUM. CAPACITY <br />(ACRE FEET) <br />5476.5 <br />5678 <br />5680 <br />5682 <br />0.01 <br />0.02 <br />0.03 <br />0.05 <br />n n6 <br />0.14 <br />0.6 ACRES <br />0.6 ACRES <br />0.01 A.F. <br />0.06 A.F. <br />2 <br />2 <br />RIP -RAP <br />T <br />BOTTOM OF POND EL. = 5676.5 <br />a <br />O,QJP Syo cc �, � <br />POND EMBANKMENT <br />CONSTRUCTED IN 6' TO 1' LIFTS. <br />SECT I [IN <br />B — B ' <br />jc <br />NORTH <br />SCALE i" <br />= 5' <br />1Al. <br />SCALE:' 1 " 10' <br />— <br />NOTE: 1. POND CONSTRUCTION SHALL BE UNDER THE SUPERVISION OF, AND <br />CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER. <br />9 QCnnAn nAI Pill ATnAIC ADC AT AnUtn rnD 0171=0171,4.0 Aun o.AU. <br />Dc nnLlInrnrn A n11x nr 11ur lNI-11 ran......•n <br />lw Li1 V 1 1-111 VI - ILI N <br />